- (A) On beams
- (B) On columns
- (C) On beams and columns
- (D) On columns monolithically built with slab
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- (A) One-fourth of its width
- (B) Half of its width
- (C) Three-fourth of its width
- (D) Equal to its width
- (A) Was widely used in earlier days
- (B) Is not economical and hence not generally used
- (C) Is economical for large spans and is adopted now a days
- (D) None of these
- (A) b/3
- (B) b/4
- (C) b/5
- (D) b/6
- (A) Design of simple steel beams
- (B) Steel beams encased in concrete
- (C) Doubly reinforced beams ignoring compressive stress in concrete
- (D) Beams if shear exceeds 4 times allowable shear stress
- (A) Nil
- (B) 75 kg/m2
- (C) 150 kg/cm 2
- (D) 200 kg/m2
- (A) Less loaded column
- (B) More loaded column
- (C) A point of the maximum shear force
- (D) A point of zero shear force
- (A) Diesel operated hammer
- (B) Drop hammer
- (C) Single acting steam hammer
- (D) All the above
- (A) 28 d
- (B) 38 d
- (C) 48 d
- (D) 58 d
- (A) It supports live loads in both directions
- (B) The ratio of spans in two directions is less than 2
- (C) The slab is continuous over two supports
- (D) The slab is discontinuous at edges
